Plans (40) a , (/ \// OOR OR ROOF STRUCTURE
ti (v` R E`f E I �! �'OP RIVET RUNNER TO 7/8" WALL ANGLE AT 2
\5� e-,k& ..m...<, �,6�Lc.Kr\Cie" ADJACENT WALLS,FASTEN CLOSURE ANGLE WITH 16
1 I ME��BM\, SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT
.�,ICI110■,. ��, JUL 2 0 1 STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER
IBM ■■11■\, •` �,d j-��- J V ADDITIONAL/12 WIRE SUPPORT AT ALL MEMBERS
,` THIN 8'OF PERIMETER
1■■11■G'_�■■■h CI i OF V. " n TERAL BRACING WITH PPROVED VERTICAL
1=4 1■■■■■■■■■1; ..■■■■■■■, V .. «. RESSION STRUT AT 12'-0'OC EA WAY
:UIL 641 \ 10 ' I 0 ERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLL
�■1•i l■■Ot.1.162.111111111 � � '1■■2■■■■■���_�►
1=11■■■■■■1111■1 " " I■■■■■■11111M.11■ _//_
11114 IIE.■®■O■■1,-- _ ---.--_1■■0■■■►1■■111111 . �Ill 1■■■■■IG■■1 1■cif■■■■■I'. 5■►.■■■■■EI 1■ ,,
� �i 1■■■■■■11-•-Ar �11■■►'��t■l wm.Tru=u.1.1 J■
1■■i'1■■■■■■■III■■■�1simm ■111►aI■■111■G_�■11 II—i
■■11■►0;�■■►X111■■■■1111►.31■■■111■11■■111■■11■■■■ / ,........,
10■11■■0■■■oIi10►i■0111■■■11■111■■1111111■■L1011 NE ■ �,
11_1♦11■631111/6i'�111■■■ III•111033111111••63111111L3311111■■ \ CROSS RUNNERS FIT BETWEEN RUNNER
E/111 111■■111•11■111■■1111111■1111■■III■■■■111■■■1111 11■ hi MAIN RUNNERS AT 4"-0" OC
11101111113a:N11■11111E�n1■■01111111■■■11111■■■■I NW 6'-0•MAX ' SUPPORT WITH 112 WIRE AT 4"-0"OC OR
i• •'I■■■■■■■Vrr.moiiimmimm�........anommam.NMI .. WITH #10 WIRE AT 5"-0"OC EA WAY
1■■M 111■■®►.3r■■■■∎"�■■■11h■■11■11■►.A■1111 s I LATERALLY BRACE MAIN RUNNER TO
,t■ NOTE STRUCTURE AT 12'-0'OC EA WAY.
i■1 I■11110■■■ 01111■■■■O■■■■■0■■■1111 Ill ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0'OF
Mine-riiiiiiiiii iiiiiii IMAn Tiiiilliai_Wi -m•00-•�1 CONNECTION DEVICES TO BE OF AN PERIMETER AND 2"FROM CROSS MEMBER
/E.■■G'iW11 11,1111 11■G'�111 11Ii1.�1111111■11311.11M■11 NMI APPROVED TYPE AND HAVE A 180/ IN AREAS GREATER THAN 1,000 SF
111■ME ROM■11111111 11■■■1111■11■1111■■■1111■■■11■■I WIRES TO HAVE AT 200# BRACING Y. STRUCTURE. HANGERS
TRAPEEZE DUCTWORK
1■1111■ 1=••0•■E■■■11111111111111■111111 11011111111111 AND OTHER LARGE OBSTRUCTIONS
10■■■M11■■■■1111■■■■ ME1111111■■110111111M'-M11■■I ®SUSPENDED CEILING BRACING
m■11■■►'�■■F�■■■■aso11■11'111111 111111■EENEM■■I NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER
Nor"Immo 11.■■r I■mo■.U■■ •,■UU1111Emir 1■! THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM.
'_■■■■14_...—■70 .t•_.i•=moms _ MINIMS -•111•11■1∎1- —' •LINCOLN TOWER STUD SIZE 2)4'
LIMITING WALL HEIGHT TABLE
INTSIOR NON STRUCTURAL NON-COAPOSTTE WALLS L/240 0 Spat
Pg‘43) PARTIAL REFLECTED CEILING PLAN DESIGNATION SPACING MAX WALL MGM'
1/B" - 1,-0" 2505125-18 24"
2505125-18 16' 9'-T
TRUE PLAN 2505125-27 24' 9'-10"
NORTH NORTH
2505125-18 16" 11'-3"
' 3625125-18 24" 13'-5"
3625125-18 16" 14'-4'
GENERAL NOTES 3625162-33 16" I 16'-5"
3625762-43 16" I 18'-0"
A. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-11"± (EXISTING)AFF, UNLESS NOTED OTHERWISE. 6005162-33 16' I 24'-6"
B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT SEE DETAIL 2/A8.1.
C. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE DETECTORS AND ALL OTHER CEILING INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS/ o 0 Spar
PENETRATIONS IN CENTER OF 2z2 TILE, UNLESS NOTED OTHERWISE. WITH CERAMIC ILE FACNO
D. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT, ALL ELECTRICAL DRAWINGS WILL BE BY DEFERRED
SUBMITTAL DESIGNATION I SPACNG 1 MAX WALL HBOHT
E. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED UPON COMPLETION. CONTRACTOR
IS RESPONSIBLE TO PROGRAM THE OVERRIDE HVAC BUTTON. 3625125-18 16" 12'-4"
F. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY.FINAL LIGHTING LAYOUT TO BE 3625125-33 16' 14'-3'
PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE ALLOWANCES
AND EXISTING BUILDING INFRASTRUCTURE IN CEILING.
G. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY CONSTRUCTION TO MATCH EXISTING. WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH
1/2"GYPSUM BOARD ATTACHED WITH#6 SCREWS MIN. AT 12'-0" O.C. MAX.
LEGEND 3 WALL HEIGHT TABLE
A8.1
EXISTING CEILING GRID
(p EXISTING 2'x4"FLUORESCENT LIGHT FIXTURE TO REMAIN METAL DECK AS OCCURS
DEMOLISHED 2"X4'FLUORESCENT LIGHT FIXTURE TO BE RELOCATED DEFLECTION SPACE
(DO NOT FASTEN STUDS
® EXISTING SUPPLY/RETURN VENT TO REMAIN w�__.� \ OR GYP BD TO RUNNER)
-® EXISTING EXIT SIGN NI 1k` MIN.
CONT 18 GA METAL e
M' EXISTING EXIT SIGN AT WALL Z FASTENED TO DECK AT 2'-0"
DC STAGGERED
. 44I
• EXISTING SPRINKLER HEAD
FASTEN RUNNER TO e
S EXISTING FIRE STROBE GYP BD AT 2'-0"DC
EA SIDE
SOUND BATT INSULATION AS 0
L. _111Wilji TYP AT DEMISING WALL
S METAL STUDS SEE WALL HEIGI
TABLE FOR GAUGE AND SPACI
CONT ACOUSTIC SEALANT
EA SIDE AGAINST TRACK
NO SEALANT AT SIM COND
1 2•MAx4— ,,, -
BOTTOM TRACK TO FINISH
CONCRETE FLOOR W/POWDER DRIVEN
0 GYP BD PARTITION at METAL DECK
3-=1'-